Dormer calculator

ABSTRACT

The present invention is a method for laying out a dormer that projects outward from a main roof and has a gable end and a dormer roof originating at a dormer point and terminating at an outer edge of the dormer roof near the gabled end. The dormer includes roof sheathing supported by dormer trusses. The dormer trusses include a gable truss and a plurality of valley trusses. The method of the present invention includes receiving a plurality of dormer inputs from a user. A plurality of layouts for the roof sheathing on the dormer roof are generated as a function of the dormer inputs. One or more layouts are then recommended to a user to reduce a quantity of roof sheathing waste.

CROSS-REFERENCE TO RELATED APPLICATION(S)

This application is a continuation-in-part of U.S. application Ser. No.11/043,802 filed Jan. 26, 2005 for “DORMER CALCULATOR” by Dean Onchuck,which in turn claims the benefit of Provisional Application No.60/592,597 filed on Jul. 7, 2004 by Dean Onchuck and entitled “DORMERCALCULATOR.”

INCORPORATION BY REFERENCE

The aforementioned U.S. application Ser. No. 11/043,802 and ProvisionalApplication No. 60/592,597 are hereby incorporated by reference in theirentirety.

BACKGROUND OF THE INVENTION

The present invention relates generally to the field of dormerconstruction. In particular, the present invention relates to a methodfor laying out the materials for constructing a dormer.

A dormer is a roofed structure projecting outward from the sloping planeof a main roof. A dormer may be included in a roof to increase headroom,improve ventilation, provide a vertical surface suitable for installingwindows or other openings, or to add to the aesthetic appeal of abuilding.

The framework of a dormer typically consists of a series of spacedtrusses which support roof sheathing. These dormer trusses, commonlyreferred to as valley trusses, are available from suppliers in apre-manufactured form. The trusses are typically uniformly spacedpursuant to industry standards such as, for example, twenty-four incheson center. The spacing of the outermost dormer truss, commonly referredto as a gable truss, and the first valley truss may deviate from theuniform spacing of the other trusses depending upon the particulardormer installation. The suppliers of pre-manufactured trusses typicallydo not provide the installer with the appropriate spacing for the gabletruss and the first valley truss.

Even when using pre-manufactured trusses, laying out dormers is atime-consuming endeavor that requires a significant amount of expertise.Frequently, a dormer installer spends significant amounts of time on theroof measuring and making roof sheathing placement and cuttingdecisions. Traditional practices for laying out dormer roof sheathingcan involve guesswork that may result in wasted material, lengthyexposure times on the roof, and a hazard of material waste dropped fromthe roof. As such, there exists a need for an improved method for layingout dormer truss locations and dormer roof sheathing.

BRIEF SUMMARY OF THE INVENTION

The present invention is a method for laying out a dormer that projectsoutward from a main roof. The dormer has a gabled end and a dormer rooforiginating at a dormer point and terminating at an outer edge of thedormer roof near the gabled end. The dormer includes roof sheathingsupported by dormer trusses. The dormer trusses include a gable trussand a plurality of valley trusses.

In one embodiment, the method of the present invention includesreceiving a plurality of dormer inputs from a user. A plurality oflayouts for the roof sheathing on the dormer roof are generated as afunction of the dormer inputs. At least on roof sheathing layout is thenrecommended to a user.

In another embodiment, the method of the present invention includesreceiving a plurality of dormer inputs from a user. The dormer inputsare processed to generate a gable truss spacing for spacing the gabletruss from a first valley truss and a uniform valley truss spacing forspacing neighboring valley trusses from each other. The location of thedormer trusses are then determined using the gable truss spacing and theuniform valley truss spacing. The location of each dormer truss is thendisplayed to a user.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a perspective view of an embodiment of a dormer projectingoutward from a main roof.

FIG. 2A is a simplified perspective view of dormer framing for use inconstructing the dormer of FIG. 1.

FIG. 2B shows a top view of the dormer framing of FIG. 2A.

FIG. 3 is a partial side view of an embodiment of the dormer framing ofFIG. 2A with a rake ladder detail for attaching a fascia to the dormerframing.

FIG. 4 shows a partial side view of an embodiment of the dormer framingof FIG. 2A with a conventional lookout attaching a fascia to the dormerframing.

FIG. 5 shows a partial side view of a conventional technique forattaching a fascia and a gable truss of the dormer framing of FIG. 2A tothe main roof.

FIG. 6 shows a partial side view of an embodiment of the dormer framingof FIG. 2A, wherein the dormer framing has a gable truss with a heelheight.

FIG. 7 shows a side view of the dormer of FIG. 1 with a coordinatesystem for defining the size and location of each piece of roofsheathing to be installed on the dormer roof.

FIG. 8 is a block diagram representation of a method of the presentinvention for producing a plurality of dormer outputs as a function of aplurality of dormer inputs.

FIG. 9 is a flow diagram illustrating a calculation process for use inthe method of FIG. 8.

FIG. 10 is a flow diagram illustrating an embodiment of the calculationprocess of FIG. 9.

While the above-identified drawing figures set forth several embodimentsof the invention, other embodiments are also contemplated, as noted inthe discussion. In all cases, this disclosure presents the invention byway of representation and not limitation. It should be understood thatnumerous other modifications and embodiments can be devised by thoseskilled in the art that fall within the scope and spirit of theprinciples of the invention. The figures may not be drawn to scale. Likereference numbers have been used throughout the figures to denote likeparts.

DETAILED DESCRIPTION

FIG. 1 is a perspective view of dormer 20 projecting outward from mainroof 22. Main roof 22 encloses a primary roofed-in area and dormer 20encloses a secondary roofed-in area. Dormer 20 includes dormer roof 24,fascia F, gabled end 26, and ridgeline 28 formed in dormer roof 24.Ridgeline 28 originates at dormer point 30, extends along dormer roof24, and terminates at edge 32 of dormer roof 24 near fascia F. Fascia Fhas two bottom ends 27, which in dormer 20 of FIG. 1 attach to main roof22. A pair of valley-lines 34, only one of which is visible in FIG. 1,are located at the intersection of main roof 22 and dormer roof 24.Valley-lines 34 extend outward from dormer point 30 and terminate atedge 32.

As shown in FIG. 1, both main roof 22 and dormer roof 24 are sloped.Main roof 22 has a main roof slope S_(MR) representing an amount ofvertical rise of main roof 22 per an amount of horizontal run of mainroof 22. Similarly, dormer roof 24 has a dormer slope S_(D) representingan amount of vertical rise of dormer roof 24 per an amount of horizontalrun of dormer roof 24.

FIGS. 2A and 2B are simplified views of dormer framing 40 for supportingdormer roof 24 and gabled end 28 of dormer 20, with FIG. 2A showing asimplified perspective view of dormer framing 40 and FIG. 2B showing asimplified top view of dormer framing 40. Dormer framing 40 includesgable truss GT and valley trusses 42, which are each centered oncenterline CL located along main roof 22 equidistant to valley-lines 34.Gable truss GT and valley trusses 42 each include a pair of rafters 44joined at truss peak 46 and having ends 48 for attachment to main roof22. Depending upon the size and structural requirements for a particulardormer 20, the number of valley trusses 42 may vary from a single valleytruss 42 to any number, x, of valley trusses VT₁ through VT_(x). Gabletruss GT has truss height H_(Gi) and a truss width W_(GT). Each valleytruss 42 has a different truss height H_(VTx). Gable truss GT is theoutermost truss relative to dormer point 30, height H_(Gi) is largerthan any height H_(VTx). As shown in FIG. 2, the closer a particularvalley truss VT_(x) is located to gable truss GT, the greater its heightH_(VTx) and, conversely, the further a particular valley truss VT_(x) islocated from gable truss GT, the less its height H_(VTx).

Gable truss GT is spaced from dormer point 30 along centerline CL bydistance D₁ and from dormer point 30 along valley-line 34 by distanceD₂. In addition, gable truss GT is spaced from valley truss VT₁ alongridgeline 28 by distance D_(3i) and from valley truss VT₁ alongvalley-line 34 by distance D₃. Valley trusses 42 are spaced from eachother along valley-line 34 by distance D₄. As shown in FIG. 2, distancesD₂, D₃, and D₄ are each measured from an inside edge (relative to dormerpoint 30) of each respective truss. Depending upon the particularconfiguration of dormer 20, distance D₃ and D₄ may be the same, distanceD₃ may be less than distance D₄, or distance D₃ may be greater thandistance D₄. In some embodiments, distance D₄ is fixed in accordance toconstruction conventions, such as, for example, twenty-four inches oncenter for standard wood framing techniques. Distance D₄ may vary fromone dormer to another, depending upon the materials and constructionconventions used to construct each dormer.

Multiple framing variations are employed in the dormer constructionindustry for attaching fascia F to dormer framing 40. FIGS. 3 and 4 arepartial side views of two different embodiments for attaching fascia Fto dormer framing 40 of dormer 20, with FIG. 3 showing dormer framing 40with a rake ladder detail and FIG. 4 showing dormer framing 40 without arake ladder detail. As shown in FIG. 3, fascia F attaches to lookout 52at outer end 54 of lookout 52. Fascia F is made of two pieces and eachpiece has a fascia length L_(F) (not shown in FIGS. 3 and 4). Inner end56 of lookout 52 attaches to nailer 58 and middle portion 60 of lookout52 attaches to truss peak 46 of gable truss GT. Nailer 58 attaches tovalley truss VT₁ and extends along each rafter 44 of valley truss VT₁ tosecure lookout 52 relative to valley truss VT₁. Nailer 58 is formed fromtwo pieces, with each piece having a nailer length L_(N) (not shown inFIG. 3). Wall sheathing 62 is attached to gable truss GT to form gableend 28.

As mentioned above, FIG. 4 shows dormer framing 40 without a rake ladderdetail. Similar to the embodiment of FIG. 3 (that includes a rake ladderdetail), fascia F attaches to outer end 54 of lookout 52. However, inthe embodiment of FIG. 4, lookout 52 is shorter and attaches at innerend 56 to wall sheathing 62 secured to gable truss GT.

As shown in FIGS. 3 and 4, each embodiment of dormer framing 40 has agable overhang length L_(GO) that is equal to the distance between gabletruss GT and an outside face of fascia F. Thus, length L_(GO) indicatesthe distance the outside face of fascia F is spaced out from gable trussGT.

Multiple framing variations are also employed in the dormer constructionindustry for attaching fascia F at its two bottom ends 27 (FIG. 1) tosupport structures such as, for example, dormer framing 40 or main roof22. In some embodiments, bottom ends 27 of fascia F may be secureddirectly to main roof 22 or a component of main roof 22, while in otherembodiments bottom ends 27 may be secured to a support cantilevered outfrom the building fascia of main roof 22.

FIGS. 5 and 6 are partial side views of two framing variations fordormer framing 40 used in the dormer construction industry for securinggable truss GT relative to main roof 22. As shown in FIG. 5, ends 48 ofgable truss GT are secured to main roof sheathing 64 of main roof 22,which is attached to main roof support 66 of main roof 22. In otherembodiments of dormer framing 40, ends 48 of gable truss GT may besecured directly to main roof supports 66. In FIG. 6, side portion 68 ofgable truss GT is secured to building support 70 of main roof 22. Asshown in FIG. 6, gable truss GT has heel height H_(H) which equals thelength of the portion of height H_(Gi) that extends below main roofsheathing 64.

FIG. 7 shows a side view of roof 24 of dormer 20, with a plurality ofcut and installed roof sheathing pieces 72 supported by gable truss GT(not shown in FIG. 7) and valley trusses 34. Each roof sheathing pieceS_(n*) has top length l_(n*), bottom length bl_(n*), first width W_(n*),and second width W_(n(*+1)) that is identical to the first widthW_(n(*+1)) of an adjacent roof sheathing piece S_(n(*+1)). In anexemplary embodiment, roof sheathing pieces 72, prior to any cutting,comprise rectangular sheets of plywood measuring about ninety-six incheslong by about forty-eight inches wide. In other embodiments, roofsheathing pieces 72, prior to any cutting, may be any type of roofsheathing material known in the art with any starting dimension known inthe art.

Each roof sheathing piece S_(n*) is located in any number of horizontalrows R₁ through R_(n) with row R₁ located along ridgeline 28 and thelast row R_(n) located along valley-line 34 at its most distant end withrespect to dormer point 30. Each row R₁ through R_(n) has a differentrespective row length L₁ through L_(n). Starting with row R₁, eachsuccessive row differs in length by distance ΔL and is separated fromthe previous row by vertical rise ΔH corresponding to the vertical riseof an uncut roof sheathing piece positioned on dormer roof 24. Thus, forexample, row R₁ has length L₁ and row R₂ has length L₂, with length L₂being equal to L₁−ΔL. Each particular horizontal row R₁ through R_(n)may include any number of roof sheathing pieces S_(nA) through S_(n*),with * representing the number of roof sheathing pieces (including roofsheathing piece S_(n*)) separating roof sheathing piece S_(n*) from edge32 using an alphabetical scale.

As shown in FIG. 7, in the dormer construction industry, it is common tohorizontally offset the roof sheathing pieces S_(n*) in a given rowR_(n) from roof sheathing pieces S_((n+/−1)*) in a neighboring rowR_((n+/−1)) by offset distance 76. This offset pattern typicallyalternates every other row so that, for example, the particular roofsheathing pieces in even numbered rows are aligned horizontally withrespect to each other, while the particular roof sheathing pieces in oddnumbered rows are aligned horizontally with respect to each other.Examples of offset distance 76 include +24 inches, +48 inches, −24inches, −48 inches, or any other offset distance 76 known in the art. Asused herein, a positive offset distance 76 occurs when top length l_(1A)is longer than top length l_(2A) and a negative offset distance 76occurs when top length l_(1A) is shorter than top length l_(2A).

Before installing roof sheathing 72 on roof 24, dormer installers mustfirst construct dormer framing 40 (shown in FIGS. 2-6) to support roofsheathing 72. Constructing dormer framing 40 requires locating gabletruss GT and valley trusses 42 along the pair of valley-lines 34. Evenwhen installing pre-manufactured dormer trusses, the location of gabletruss GT relative to valley truss VT₁ must be determined, which can be atime consuming and potentially hazardous process. In addition, thedormer installers may also need to determine cut details for lookout 52,nailer 58, and fascia F. After dormer framing 40 has been constructed onmain roof 22, the dormer installers must then install roof sheathing 72on dormer framing 40. When using conventional methods, this typicallyinvolves custom cutting each roof sheathing piece S_(n*) while on mainroof 22. These conventional methods can result in significant materialwaste, prolonged exposure time on the roof, and a hazardous conditionsresulting from material waste dropped from main roof 22. The dormercalculator of the present invention provides an efficient method forlaying out dormer framing 40 and roof sheathing 72 while on the ground,thereby saving time, reducing material waste, and reducing the hazardsassociated with conventional methods.

FIG. 8 is a block diagram illustrating of an exemplary embodiment ofdormer calculator 80 of the present invention. Dormer calculator 80 usescalculation process 82 to generate dormer outputs 83 as a function ofone or more dormer inputs 84. Examples of dormer inputs 84 include mainroof slope S_(MR), dormer slope slope S_(D), gable overhang lengthL_(GO), gable truss height H_(Gi), valley truss height H_(VT1), wallsheathing thickness input 86, input 88 representing the total number ofdormers to be constructed, input 90 representing whether a rake ladderdetail will be included in dormer 20, input 92 representing the fasciathickness, heel height H_(H), input 94 representing the roof sheathingthickness of main roof 22, input 96 indicating whether a cantileveredfascia is to be included in dormer 20, and/or any other dormer inputknown in the art. Any number and combination of dormer inputs 84 may beinputted into calculation process 82 to yield one or more dormer outputs83. For example, in one embodiment of dormer calculator 80, slopeS_(MR), slope S_(D), length L_(GO), height H_(Gi), and height H_(VT1)are mandatory inputs, while the remaining inputs 84 shown in FIG. 8 areoptional inputs.

Examples of dormer outputs 83 include output 98 indicating locations ofgable truss GT and one or more valley rafter 42 along valley-lines 34,output 100 indicating a recommended roof sheathing offset distance(s) 76and roof sheathing cut dimensions, fascia length L_(F), a number oflookouts 52 and length L_(LO) for lookouts 52, nailer length L_(N) whena rake ladder detail is required, and/or any other dormer output knownin the art. Depending upon the particular embodiment of dormercalculator 80, dormer outputs 83 may be generated by calculation process82 in any number or combination. For example, in one embodiment ofdormer calculator 80, a single dormer output 81 is produced bycalculation process 82 as a function of one or more dormer inputs 84,while, in the embodiment of FIG. 8, a plurality of dormer outputs 83 aregenerated as a function of a plurality of dormer inputs 84.

Dormer calculator 80 may be used with any measurement system (such as,for example, metric or imperial) and any sizes of roof sheathing piecesand framing materials known in the art. In some embodiments, the uncutdimensions of the roof sheathing pieces and/or the framing materials areinputted into dormer calculator 80 by a user. In one embodiment, one ormore dormer truss spacing preferences (such as, for example, the spacingalong ridgeline 28 between inside faces of adjacent valley trusses) areinputted into dormer calculator 80 by a user.

The following is a summary of the abbreviations used in FIGS. 9 and 10:

-   bl_(n*) Bottom length for a piece of dormer roof sheathing S_(n*).-   CL Centerline running along the main roof between the pair of    valley-lines and equidistant to each valley-line.-   D₁ Distance gable truss GT is spaced from the dormer point along CL.-   D₂ Distance gable truss GT is spaced from the dormer point along the    valley-lines.-   D_(3i) Distance gable truss GT is spaced from valley truss VT₁ along    the ridgeline.-   D₃ Distance gable truss GT is spaced from valley truss VT₁ along the    valley-lines.-   D₄ Uniform distance the valley trusses are spaced from each other    along the valley-lines.-   GT Gable truss.-   ΔH Vertical rise of an uncut roof sheathing piece S_(n*) positioned    on the dormer roof.-   H_(Gi) Height of gable truss GT.-   H_(G) Full inside height of gable truss GT, as measured from the    dormer roof directly above gable truss GT.-   H_(VTX) Height of valley truss VT_(x).-   H_(H) Heel height for gable truss GT.-   l_(n*) Top length of roof sheathing piece S_(n*).-   L_(GO) Length of the gable overhang.-   L_(LO) Length of the lookout.-   L_(n) Length of horizontal roof sheathing row R_(n).-   L_(N) Length of a nailer for attaching a lookout to VT₁.-   P_(D) Pitch of the dormer roof.-   P_(MR) Pitch of the main roof.-   R_(n) Horizontal row of roof sheathing on a dormer roof.-   S_(n*) Piece of roof sheathing in row R_(n) at horizontal location    *.-   VT_(x) Number x valley truss.-   W_(GT) Width of gable truss GT measured from centerline CL.-   W_(n*) Outside width of a piece of roof sheathing S_(n*).

FIG. 9 is a flow diagram illustrating a calculation process 110, whichis an embodiment of calculation process 82 of FIG. 8. In steps 112through 116, process 100 generates information related to thepositioning of gable truss GT and valley rafters 42 in dormer 20. Atsteps 112, 114, and 115, process 110 computes distances D₃, D₂, and D₄,respectively (see FIGS. 2A and 2B). Using distances D₂, D₃, and D₄,process 112 computes the locations of gable truss GT and valley rafters42 along valley-line 34 at step 116.

As shown in steps 118 through 124 of FIG. 9, process 110 generatesinformation related to the positioning of roof sheathing 72 on dormerroof 24. At step 118 of FIG. 9, process 110 computes row length L_(n)(FIG. 7) for each roof sheathing row R_(n). Using the informationgenerated in step 118 process 100 then computes top length l_(n*) andbottom length bl_(n*) (FIG. 7) at step 120 for every roof sheathingpiece S_(n*) for multiple roof sheathing offsets 76. At step 122,process 110 then generates width W_(n*) (FIG. 7) for each roof sheathingpiece S_(n*). At step 124, process 110 then recommends one or moresheathing offsets 76 from the multiple sheathing offsets 76 of step 120.

In steps 126 through 130 of FIG. 9, process 110 generates informationrelated to the attachment of fascia F to gable truss GT. If a rakeladder detail is required as shown in FIG. 3, process 110 generatesnailer length L_(N) at step 126. At step 128, process 110 generateslength L_(LO) and a number of lookouts 52 to be cut (see FIGS. 3 and 4).At step 130, process 110 generates length L_(F).

Thus, when a user inputs the relevant dormer inputs 84 of FIG. 8 intocalculation process 110 of FIG. 9, calculation process 110 computes, andoutputs to the user, the dormer framing layout information needed toconstruct dormer framing 40 of FIGS. 2 through 6 on main roof 22. Usingdormer inputs 84 and the dormer framing layout information, calculationprocess 110 also computes, and outputs to the user, one or morerecommended roof sheathing layouts.

FIG. 10 is a flow diagram illustrating calculation process 140, which isa detailed embodiment of calculation process 110 of FIG. 9, forgenerating dormer outputs 83 as a function of dormer inputs 84. As shownin FIG. 10, a plurality of dormer inputs 84 are inputted into process140 at step 142. Process 140 then executes a plurality of steps 144through steps 320 and outputs a plurality of dormer outputs 83 to a userat step 322.

Steps 144 through 178 of FIG. 10 are detailed descriptions of theprocesses involved in performing steps 112 through 116 of FIG. 9 andyield the locations of gable truss GT and valley trusses 42 alongvalley-lines 34 (FIGS. 2A and 2B). Steps 182 through 202 of FIG. 10 aredetailed descriptions of the processes involved in performing step 118of FIG. 9 and yield row length L_(n) for each row R_(n) (FIG. 7). Steps204 through 268 of FIG. 10 correspond to step 120 of FIG. 9 and yieldtop length l_(n*) and bottom length bl_(n*) for each roof sheathingpiece S_(n*) (FIG. 7). Steps 270 through 288 of FIG. 10 are detaileddescriptions of the processes involved in performing step 122 of FIG. 9and yield width W_(n*) (FIG. 7) for each roof sheathing piece S_(n*).Steps 290 through 294 of FIG. 10 are detailed descriptions of theprocesses involved in performing step 124 of FIG. 9 and yield one ormore recommended sheathing offsets 76 (FIG. 7). Steps 296 through 300 ofFIG. 10 are detailed descriptions of the processes involved inperforming step 126 and yield nailer length L_(N). Steps 302 through 314of FIG. 10 are detailed descriptions of the processes involved inperforming step 128 of FIG. 9 and yield length L_(LO) (see FIGS. 3 and4). Steps 316 through 320 of FIG. 10 are detailed descriptions of theprocesses involved in performing step 130 of FIG. 9 and yield lengthL_(F).

As discussed above, steps 144 through 178 of process 140 yield thelocations of gable truss GT and valley trusses 42 along valley-lines 34.In step 144, the pitch P_(D) of dormer roof 24 is computed using theformula P_(D)=((S_(D)·12″)²+(12″)²)^(1/2)/12″. Thus, in this embodiment,P_(D) represents the ratio of a length along dormer roof 24 (i.e., ahypotenuse length) to a horizontal component of that length. Step 146calculates the main roof pitch, P_(MR), using the above equation forstep 144 with slope S_(MR) substituted in place of slope S_(D). Steps144 and 146 are optional and are included to simplify downstreamcalculations. As determined by decision step 148, if a rake ladderdetail is required, a rake ladder height is determined in step 150 bymultiplying pitch P_(D) by 3.5 inches. The 3.5 inch multiplier term instep 150 represents the vertical width of lookout 52 (see FIGS. 3 and 4)assuming lookout 52 is cut from two-by-four stock material. In otherembodiments, this multiplier is supplied by the user and inputted intoprocess 140 at step 142. In still other embodiments, a differentmultiplier than 3.5 inches is supplied by process 140 pursuant to thedimensions of lookout 52. If a rake ladder detail is not required, arake ladder height is set at zero pursuant to step 152. As indicated bystep 154, the rake ladder height resulting from step 150 or step 152 isthen summed with height H_(gi) (shown in FIG. 2A).

Decision step 156 determines whether gable truss GT has a heel heightH_(H) greater than zero, as shown in FIG. 6. If gable truss GT does nothave a heel height (i.e., H_(H)≦0), the combined rake ladder/gable trussGT height determined in step 154 is the full inside height of the gable,H_(G), as indicated by step 162. However, if gable truss GT has anon-zero heel height H_(H), heel height H_(H) is subtracted from thecombined rake ladder/gable truss GT height by step 158 to yield anadjusted gable height. At step 160, the vertical thickness of the roofsheathing on main roof 22 is then determined by multiplying the inputtedroof sheathing thickness by pitch P_(MR) and summing the product withthe adjusted gable height of step 158 to yield height H_(G), asindicated in step 162.

At step 164, W_(GT) of FIG. 2B is computed by dividing height H_(G) byslope S_(D). Distance D₁ of FIGS. 2A and 2B is computed at step 166using the equation distance D₁=H_(G)P_(MR)/S_(MR). Distance D₂ of FIGS.2A and 2B is then computed at step 168 using the equation distanceD₂=(W_(GT) ²+D₁ ²)^(1/2). Distance D₃ of FIGS. 2A and 2B is computed byfirst calculating distance D_(3i) in step 170 using the equationdistance D_(3i)=(H_(G)−H_(VH1))/S_(MR). Distance D₃ is then computed instep 170 using the equation distanceD₃=((P_(MR)D_(3i))²+(D_(3i)S_(MR)/S_(D))²)^(1/2). At step 172, distanceD₄ of FIGS. 2A and 2B is computed using the equation distanceD₄=((24″·P_(MR))²+(24″·S_(MR)/S_(D))²)^(1/2), where 24 inches is thespacing along ridgeline 28 between inside faces of adjacent valleytrusses VT_(X) and VT_(X+1). In the embodiment of FIG. 10, valleytrusses 42 are spaced pursuant to the industry standard of twenty-fourinches on center along ridgeline 28. In other embodiments, valleytrusses 42 may be spaced pursuant to any spacing used in the art. Instep 176, the spacing of each particular valley truss VT_(x) from gabletruss GT is determined by summing D₃ and the product xD₄, where x is thevalley truss number. As indicated by steps 178 and 174, this process iscontinued for each successive valley truss, VT_(x+1), as long as the sumof D₃+xD₄ is less than D₂. Once the sum of D₃+xD₄ is less than or equalto D₂ the above iterative process ceases as indicated by decision step174.

As discussed above, steps 182 through 202 yield row length L_(n) foreach row R_(n) of FIG. 7. Starting at step 182, the vertical rise ofmain roof 22 along the gable overhang is computed. This vertical rise isthen summed with height H_(G) to yield the total vertical rise of dormerroof 24 from outer edge 32 of dormer roof 24 to dormer point 30. Insteps 186 though 192, row length L₁ is calculated. If row R₁ is set backfrom ridgeline 28 so that a space (not shown in FIG. 7) along dormerroof 24 separates row R₁ from ridgeline 28, the vertical component ofthe setback space is subtracted from the total vertical rise of dormerroof 24 computed in step 186. The vertical component of the setbackspace is computed in step 190 by multiplying the setback space by slopeS_(D) and then dividing the product by pitch P_(D). As indicated insteps 188 and 192, depending on whether dormer 20 has a setback space,row length L₁ is computed by dividing the total vertical rise of dormerroof 24 (minus any vertical setback) by slope S_(MR).

The vertical rise ΔH (shown in FIG. 7) of a full piece of roof sheathinglocated on dormer roof 24 is computed in step 194 using the calculationΔH=(48″)S_(D)/P_(D), where 48 inches represents the uncut width ofrectangular roof sheathing having a length of 96 inches. In otherembodiments, this uncut width in step 194 is greater than or less than48 inches, depending upon the size of the roof sheathing materialemployed. In step 196, the distance ΔL of FIG. 7 is computed by dividingvertical rise ΔH by slope S_(MR). Then, as indicating by step 198, rowlength L_(n) for each dormer sheathing row R_(n) is computed using thecalculation L_(n)=L₁−nΔL, where n is the sheathing row number of rowR_(N). As indicated by decision step 200, this calculation is repeatedfor each successive row, R_(n+1), until row length L_(n) is no longergreater than zero, at which point process 140 moves on to step 204.

As previously mentioned, steps 204 through 268 yield top length l_(n*)and bottom length bl_(n*) for each roof sheathing piece S_(n*) of FIG.7. As shown in the embodiment of FIG. 10 in steps 204 through 220,starting with row R₁, top length l_(1A) is computed for a −48 inchoffset, a −24 inch offset, a +48 inch offset, and a +24 inch offset. Inother embodiments of process 140, top length l_(1A) may be computed forany sheathing offset 76 of FIG. 7 known in the art in any combination,with steps 214 through 220 being modified accordingly. Top length l_(ie)and bottom length bl_(n*) are then calculated for each roof sheathingpiece S_(1*) in row R₁. Moving inward from roof sheathing piece S_(1A)relative to edge 32 of FIG. 7, as indicated by steps 222 and 226, if thedifference between row length L₁ and the sum of all top lengthsproceeding roof sheathing piece S_(1*) is greater than 96 inches, toplength l_(n*) is set to equal 96 inches by step 224. Process 140 thenconsiders top length l_(n(*+1)) for the next roof sheathing pieceS_(n(*+1)) and repeats decision step 222 for each successive roofsheathing piece S_(1(*+1)) until the difference between row length L₁and the sum of all preceding top lengths l_(1*) in row R₁ is no longergreater than 96 inches. Once this occurs, top length l_(1*) for thatparticular roof sheathing piece S_(n*) is computed by step 228 as thedifference between row length L_(n) and the sum of all preceding toplengths l_(1*) in row R₁.

As indicated by decision step 230, process 140 then moves to the nextrow R_(n+1) and determines whether row length L_(n+1) is greater thanzero. If row length L_(n+1) is not greater than zero, process 140 movesto step 234 and begins computing every bottom length bl_(n*). However,if row length L_(n+1) is greater than zero, decision step 232 determineswhether the row number, n+1, for row R_(n+1) is an odd number. If n+1 isan odd number, decision step 238 determines whether row length L_(n+1)is greater than top length l_(1A). If row length L_(n+1) is not greaterthan top length l_(1A), then top length l_((n+1)A) is set to equal rowlength L_(n+1) by step 242, and process 140 returns to step 230 andmoves to the next roof sheathing row. If, however, row length L_(n+1) isgreater than top length l_(1A), then top length l_((n+1)A) is set toequal top length l_(1A) as indicated in step 234, and process 240returns to step 226 to consider the next top length l_(n*) in the sameroof sheathing row. Returning to decision step 232, if n+1 is not an oddnumber, decision step 236 determines whether row length L_(n+1) isgreater than the difference in length between top length l_(1A) andoffset 76 (i.e., l_(1A)−offset). If row length L_(n+1) is greater thanl_(1A)−offset, top length l_((n+1)A) is set to equal l_(1A)−offset bystep 240 and process 140 returns to step 226 to consider the next toplength l_(n*) in the same roof sheathing row. If, however, row lengthL_(n+1) is not greater than l_(1A)−offset, then top length l_((n+1)A) isset to equal row length L_(n+1) by step 242, and process 140 returns todecision step 230 to consider the next roof sheathing row R_(n+1). Theabove process repeats itself until decision step 230 identifies a rowlength L_(n) that is not greater than zero, at which point process 140moves to step 234.

As indicated in steps 234 through 268, the process of computing everybottom length bl_(n*) of FIG. 7 is similar to the above process forcalculating every top length l_(n*). Starting with row R₁, decision step246 determines whether the row length L_(n+1) of the next sheathing row(which for row R₁ is row length L₂), is greater than zero. If row lengthL_(n+1) is not greater than zero, process 140 moves to step 250 andbegins to compute the side widths W_(n*) of FIG. 7. If, however, rowlength L_(n+1) is greater than zero, decision step 248 determineswhether n+1 is an even number. If n+1 is an even number, decision step254 determines whether row length L_(n+1) is greater than top lengthl_(1A). If row length L_(n+1) is greater than top length l_(1A), thenbottom length bl_(nA) is set to equal top length l_(1A) as indicated bystep 260. If however, row length L_(n+1) is not greater than top lengthl_(1A), then bottom length bl_(nA) is set to equal row length L_(n+1) asindicated by step 258, and process 140 moves to step 262 to considerbottom length bl_((n+1)*) for the next sheathing row R_(n+1). Returningto decision step 248, if n+1 is not an even number, decision step 252determines whether row length L_(n+1) is greater than l_(1A)−offset. Ifrow length L_(n+1) is greater than l_(1A)−offset, then bottom lengthbl_(nA) is set to equal L_(1A)−offset, and process 140 moves to decisionstep 264 to consider the next bottom length bl_(n(*+1)) in row R_(n). Ifhowever, L_(n+1) is not greater than l_(1A)−offset, then, as indicatedin step 258, bottom length bl_(nA) is set to equal row length L_(n+1),and process 140 moves to step 262.

Decision step 264 determines whether the difference between row lengthL_(n+1) and the sum of all proceeding bottom lengths in row R_(n) isgreater than 96 inches. If this difference is greater than 96 inches,then, as indicated in step 266, bottom length bl_(n(*+1)) is set toequal 96 inches, and decision step 264 considers the bottom length forthe next piece of roof sheathing in row R_(n). If however the differencebetween row length L_(n+1) and the sum of all proceeding bottom lengthsin row R_(n) is not greater than 96 inches, then step 268 sets bottomlength bl_(n(*+1)) to be equal to this difference, at which pointprocess 140 returns to step 262 and considers the bottom lengths in thenext sheathing row. The above process for computing bottom lengthsbl_(n*) of FIG. 7 continues until decision box 246 reaches a row lengthL_(n+1) that is not greater than zero, at which point process 140 moveson to step 250.

As indicated above, steps 250 and steps 270 through 288 compute widthsW_(n*) of FIG. 7 starting with width W_(1A) as indicated in step 250.Decision step 270 determines whether bottom length bl_(nA) is greaterthan zero. If bottom length bl_(nA) is greater then zero, width W_(nA)is set to equal 48 inches by step 272. In this embodiment, 48 inchescorresponds to the width of an uncut roof sheathing piece S_(n*). Inother embodiments, W_(nA) may be set by the user or process 140 to anyroof sheathing piece width known in the art. From step 272, process 140moves to step 276 and considers the next roof sheathing pieceS_(n(*+1*)) in row R_(n). If however, top length bl_(na) is not greaterthen zero, width W_(nA) is computed by step 174 to equal row lengthL_(n) multiplied by 48 inches and divided by distance ΔL of FIG. 7,where 48 inches is the width of an uncut roof sheathing piece S_(n*).Process 140 then moves from step 274 to step 276 and considers the nextroof sheathing piece S_(n(*+1)) in row R_(n). Decision step 278determines whether the difference between row length L_(n) and the sumof all preceding top lengths in row R_(n) is greater than distance ΔL.If the difference computed in step 278 is greater than distance ΔL,width W_(n(*+1)) is set to equal to 48 inches by step 280, and process140 returns to step 276 and considers the next sheathing pieceS_(n(*+1)) in row R_(n). If, however, the difference between row lengthL_(n) and preceding top lengths in row R_(n) is not greater thandistance ΔL, decision step 282 determines whether this difference isgreater than zero. If the difference is greater than zero, step 284 setswidth W_(n(*+1)) to equal the sum of all preceding top lengths in rowR_(n) multiplied by the ratio of 48 inches to distance ΔL, and process140 moves decision step 276. However, if decision step 282 determinesthe difference between row length L_(n) and the sum of all preceding toplengths in row R_(n) to be less than or equal to zero, decision step 286then determines whether row length L_(n) is greater than zero. If rowlength L_(n) is greater then zero, then width W_(n(*+1)) for the nextrow R_((n+1)) are calculated as indicated by step 288. This processcontinues moving from row to row down dormer roof 24 until decision step286 reaches a row length L_(n) that is not greater than zero. At thispoint, process 140 moves to step 290.

In decision step 290, the ratio of top length l_(1*) of the innermost(relative to edge 32) piece of roof sheathing S_(1*) in row R₁ to thelength of an uncut piece of sheathing is determined and compared to thefraction ⅓. In the embodiment of FIG. 10, as indicated in step 290, thelength of uncut roof sheathing piece S_(n*) is set to equal 96 inches.In other embodiments, the length of the uncut roof sheathing may be anysheathing length known in the art. Decision step 290 determines thisratio for each roof sheathing offset 76 of steps 206 through 212. If theratio for a particular roof sheathing offset 76 is not greater then ⅓,then that roof sheathing offset is not recommended as indicated in step294. In other embodiments, the value that the ratio must exceed to berecommended by step 292 may vary depending upon the acceptable level ofroof sheathing waste.

Decision step 296 determines whether a rake ladder detail as shown inFIG. 3 is to be included based on information inputted by input step142. If a rake ladder detail is not required, nailer length L_(N) isassigned a value of zero by step 298. If, however, a rake ladder detailis to be incorporated, nailer length L_(N) is determined by step 300using the calculation (H_(VT1)+S_(MR) 1.5″)P_(D)/S_(D), where 1.5 inchesrepresents the width of nailer 58. In the embodiment of FIG. 10, atwo-by-four is used as the starting material for nailer 58. In otherembodiments, 1.5 inches may be replaced by the appropriate width of anynailer material known in the art. If a rake ladder detail is to beincorporated length L_(LO) (shown in FIGS. 3 and 4) is computed in step308 using the formula L_(LO)=L_(GO)+(H_(G)−H_(VT1))/S_(MR). If a rakeladder detail is not to be incorporated, step 302 determines whether thefascia thickness is equal to 1.5 inches based on the relevant input instep 142. If the fascia thickness is not 1.5 inches, step 304 computeslength L_(LO) to be L_(GO)−(1.5″+wall sheathing thickness), where thewall sheathing thickness is the thickness of wall sheathing 62 of FIG.4. If however, the thickness of fascia F is not equal to 1.5 inches,step 306 then carries out the same calculation as in step 304 using thethickness of fascia F inputted in step 142. If a rake ladder detail isto be incorporated in dormer 20, step 310 determines whether thethickness of fascia F is equal to 1.5 inches. If the thickness is notequal to 1.5 inches then the final cut length L_(LO) is given in step314 by subtracting the thickness of fascia F from input step 142 fromthe value obtained in step 308. If the thickness of fascia F is equal to1.5 inches, then step 312 subtracts three inches from the preliminarylength L_(LO) determined by step 308 to yield the final cut lengthL_(LO), where three inches represents the sum of the fascia thicknessand the thickness of nailer 58.

If fascia F is to be cantilevered out, fascia length L_(F) is computedin step 320 using the calculation L_(F)=(S_(MR)(L_(GO)+1.5″)+P_(MR)(roofsheathing thickness))·P_(D)/S_(D). For a non-cantilevered fascia F, step318 computes fascia length L_(F) using the formula(L_(GO)S_(MR)+H_(G))·P_(D)/S_(D). Then, in a final step, step 322outputs to a user fascia length L_(F), nailer length L_(N) (ifapplicable), length L_(LO), a roof sheathing cut pattern, one or morerecommended roof sheathing cut patterns, and the spacing of gable trussGT and valley trusses 42 along valley-line 34.

The dormer calculator described above with respect to exemplaryembodiments of the present invention provides a systematic method forlaying out the framing and the roof sheathing for a dormer projectingoutward from a main roof. The locations of the dormer trusses withrespect to the main roof are determined using a plurality of dormerinputs received from a user to generate a gable truss spacing and auniform valley truss spacing. The gable truss spacing and the uniformvalley truss spacing are used to determine the location of each dormertruss along the pair of valley-lines where the dormer meets the mainroof. Based on these dormer truss locations, a plurality of roofsheathing layouts are determined, with each roof sheathing layoutincluding a quantity of roof sheathing pieces to be installed on thedormer roof and cut dimensions for each piece of roof sheathing. Thedormer calculator then recommends at least one of the roof sheathinglayouts to a user. As such, a dormer installer using the presentinvention can make all of the dormer roof sheathing cuts and placementdecisions while on the ground, thereby saving time, reducing roofexposure time, and eliminating the need for removing roof sheathingwaste from the roof.

Another embodiment of the present invention relates to a method forproducing a dormer template or underlay. The dormer template isattachable onto a main roof to aid in formation of the dormer structure.Utilizing a method similar to the dormer layout method described above,the dormer template is formed with dimensions that locate the dormertrusses in correct positions. In an exemplary embodiment, the dormertemplate is materially formed dimensionally (that is, formed ofinexpensive building materials such as paper/fabric or plywood, forexample, that is not designed to be load-bearing), with sufficientstructural integrity to bear the reaction forces applied by the dormertrusses that are attached to it. The load of the dormer trusses issupported by the main roof support. In a particular embodiment, thedormer template has a thickness of about 1.5 inches. Alternatively, thedormer template may be formed of a structural material that becomes apart of the structural design of the dormer. Also, in some embodiments,the main roof sheathing under the dormer roof may be eliminated byvirtue of the dormer template being constructed to replace the functionsof the main roof sheathing in that location.

FIGS. 11A and 11B are simplified diagrams showing dormer template 400for forming dormer framing 40 according to an embodiment of the presentinvention, with FIG. 11A showing a simplified perspective view and FIG.11B showing a simplified top view. Dormer template 400 includes sidepieces 402 and 404 and cross pieces 406, 408, 410 and 412. Side pieces402 and 404 converge at center line CL to form two sides of a triangle,with cross piece 406 forming the base of the triangle. Cross pieces 406,408, 410 and 412 mark the location on which dormer trusses 414 are to beattached. Specifically, rafters 416 forming gable truss GT are locatedon side pieces 402 and 404 of dormer template 400 at opposite ends ofcross piece 406, and rafters 416 forming valley trusses VT1, VT2 and VT3are located on side pieces 402 and 404 of dormer template 400 atopposite ends of cross pieces 408, 410 and 412, respectively. Rafters416 of gable truss GT and valley trusses VT1, VT2 and VT3 are joined attruss peak 418, and are configured and spaced in generally the samemanner as shown and described above with respect to FIGS. 2A and 2B.

Dimensions D₂ and D₅ of dormer template 400 are shown in solid lines fora configuration in which a non-zero heel height exists. If there is noheel (that is, if the heel height is zero), dimensions D₂ and D₅ ofdormer template 400 extend as shown in dashed lines in FIGS. 11A and11B.

With the provision of dormer template 400, the entire dormer framing 40may be a premanufactured product that can be assembled at a factory orin the field. Notably, the layout of the dormer that has traditionallybeen a task for a worker at the construction site, is predetermined bythe dormer template, so that the worker at the construction site needonly assemble dormer framing 40 on dormer template 400 and/or attachdormer framing 40 to the main roof.

As described above with respect to FIGS. 3 and 4, multiple framingvariations are employed in the dormer construction industry forattaching fascia F to dormer framing 40. FIG. 3 shows dormer framing 40with a rake ladder detail, and FIG. 4 shows dormer framing 40 without arake ladder detail. In each of these embodiments, dormer template 400may, in an exemplary configuration, be constructed so that distancebetween fascia F and first valley truss VT₁ is calculated to be equal tothe spacing between the other valley truss rafters.

FIGS. 12 and 13 are partial side views of framing variations for dormerframing 40. FIGS. 12 and 13 are substantially identical to FIGS. 5 and 6discussed above, except that FIGS. 12 and 13 incorporate dormer template400, positioned on main roof sheathing 64.

FIG. 14 is a block diagram illustrating an embodiment of dormercalculator 80 that incorporates the creation of dormer template 400. Thediagram shown in FIG. 14 is substantially identical to FIG. 8 discussedabove, except that one dormer input 84 to calculation process 82 isremoved and two additional dormer outputs 83 are generated bycalculation process 82. Specifically, input H_(VT1) (the height of thefirst valley truss) is no longer an option to be provided to calculationprocess 82, and calculation process 82 generates dormer template layout430 and dormer truss profiles 432 as additional outputs. An exemplaryprocess for generating these outputs is described in detail below.

FIG. 15 is a flow diagram illustrating calculation process 110 thatincorporates the creation of dormer template 400, which is an embodimentof calculation process 82 of FIG. 14. The diagram shown in FIG. 15 issubstantially identical to FIG. 9 discussed above, except that steps 114and 116 are modified to account for the creation of dormer template 400,and new step 440 is added after step 116 for computation of thedimensional profile of dormer trusses 414. Specifically, step 114 ismodified to indicate that distances D₂ and D₅ are both computed fordormer template 400 (see FIG. 11A). Step 116 is modified to indicatethat the locations of trusses are computed along the valley line and/oron the raised surface of dormer template 400. Step 440 is added afterstep 116, and involves computing the dimensional profile of dormertrusses 414. The remaining steps are the same as described above withrespect to FIG. 9.

The calculation process involving the creation of dormer template 400receives as an input the roof height above the plane of the main roof atits heel (H_(Gi)), and then utilizes the main roof slope (S_(MR)) andthe dormer slope (S_(D)) to determine the inner point of the dormer roofwhere it meets the main roof, which is known as the dormer point. Fromthe dormer point, two lines are formed along the intersections of thedormer roof and the main roof to configure the outline of the dormer onthe main roof. Dormer template 400 is formed with dimensional material(e.g., 1.5 inches in thickness in one embodiment) comprising side pieces402 and 404 around the perimeter of the dormer outline, and the heightsof dormer trusses 414 (i.e., rafters 416 forming valley trusses VT₁, VT₂and VT₃) are calculated to establish a location for each to fit into thedormer and form the dormer's ridge line. The locations of dormer trusses414 are marked on dormer template 400. In the embodiment shown in FIGS.11A and 11B, these locations are marked by cross pieces 408, 410 and412.

FIG. 16 (including FIGS. 16A-16K) is a flow diagram illustratingcalculation process 140, which is a detailed embodiment of calculationprocess 110 of FIG. 15, for generating dormer outputs 83 as a functionof dormer inputs 84 and incorporating the creation of dormer template400. The diagram shown in FIGS. 16A-16K is substantially identical toFIGS. 10A-10K discussed above, except as discussed in detail below.

In FIG. 16A, step 142′ shows the inputs to the calculation process. Step142′ differs from step 142 shown in FIG. 10A in that valley truss heightH_(VT1) is no longer included in the input list. This is because thecalculation process for creation of dormer template 400 produces valleytruss height H_(VT1) based on other variables, and is not a fixed inputto the process. However, in an exemplary embodiment, a slider bar iscreated in a user interface to the calculation process (typically acomputer running an application that includes the calculation process),with the slider being movable to the right or left to see the effects ofchanging valley truss heights and roof sheathing layouts. This featureallows the calculation process to be used either to work withprefabricated valley trusses, or to be used to show other possibledimensions of valley trusses which will optimize roof sheathing layouts.

In FIG. 16B, step 450 is added after step 160 to subtract the verticalthickness (VT) of dormer template 400 from the overall heightcalculation, since dormer template 400 will be located so as to underlaythe dormer trusses. VT is determined by dividing the thickness of thetemplate by the cosine of the angle of the slope of the main roof.

In FIG. 16C, step 460 is added after step 170 to calculate the height ofvalley truss VT1. As discussed above with respect to FIG. 16A, thisheight is not a fixed input to the calculation process in the embodimentinvolving creation of a dormer template 400 (although, as discussedabove, a slider bar may be added to show calculations of various valleytruss heights and roof sheathing layouts to allow the user to see theeffects of changes in those parameters on one another).

In FIG. 16D, step 184′ is modified to add back in the vertical thickness(VT) of dormer template 400 when calculating the total rise of thedormer roof (since this number was subtracted from the earliercalculation of height H_(G), but does add to the total rise of thedormer roof).

In FIG. 16K, step 322′ shows the outputs of the calculation process. Instep 322′, the dimensional profile of the dormer trusses and the dormertemplate dimensions are added (compared to step 322 shown in FIG. 10K),to indicate that these outputs are generated by the process thatinvolves creation of dormer template 400.

As a result of the process shown in FIGS. 16A-16K, the dimensions ofdormer template 400 and dormer trusses 414 are generated, and dormertemplate 400 is subsequently constructed accordingly. Dormer template400 provides visual indicators of the locations of dormer trusses 414,which may also be premanufactured so that the entire dormer can beassembled either in a factory or in the field with no layout required bythe assembler at the construction site.

Although the present invention has been described with reference topreferred embodiments, workers skilled in the art will recognize thatchanges may be made in form and detail without departing from the spiritand scope of the invention.

1. A method of forming a dormer template to underlay dormer trusses thatsupport a dormer projecting outward from a main roof, the dormer trussescomprising a gable truss and a plurality of valley trusses, the methodcomprising: receiving a plurality of dormer inputs from a user;processing the dormer inputs to generate a dimensional profile for thedormer template, including first and second side piece dimensions and aplurality of valley truss locations relative to the gable truss, and togenerate a dimensional profile of the valley trusses for placement onthe dormer template at the valley truss locations; and constructing thedormer template according to the generated dimensional profile.
 2. Themethod of claim 1, wherein receiving a plurality of dormer inputs from auser comprises receiving dormer inputs including at least one of a mainroof slope, a dormer slope, a gable overhang length, a gable trussheight, a wall sheathing thickness, an input representing the totalnumber of dormers to be constructed, an input representing whether arake ladder detail will be included in the dormer, an input representingthe fascia thickness, a heel height, an input representing the roofsheathing thickness of the main roof, and an input indicating whether acantilevered fascia is to be included in dormer.
 3. The method of claim1, wherein processing the dormer inputs to generate the dimensionalprofile for the dormer template further includes generating locationsand dimensions of cross pieces connecting the first and second piecestogether at the valley truss locations.
 4. A method for recommending aroof sheathing layout for a dormer projecting outward from a main roof,the dormer having a roof constructed from roof sheathing supported bydormer trusses, the method comprising: receiving a plurality of dormerinputs from a user, the dormer inputs including at least one of a mainroof slope, a dormer slope, a gable overhang length, a gable trussheight, a valley truss height, a wall sheathing thickness, an inputrepresenting the total number of dormers to be constructed, an inputrepresenting whether a rake ladder detail will be included in thedormer, an input representing the fascia thickness, a heel height, aninput representing the roof sheathing thickness of the main roof, and aninput indicating whether a cantilevered fascia is to be included indormer; generating a plurality of layouts for the roof sheathing on thedormer roof as a function of the dormer inputs; and recommending atleast one roof sheathing layout to a user.
 5. The method of claim 4,wherein each roof sheathing layout includes a location for each piece ofroof sheathing on the dormer roof.
 6. The method of claim 4, whereineach roof sheathing layout indicates a cut dimension for each piece ofroof sheathing.
 7. The method of claim 4, further comprising: generatinga location of each dormer truss along the main roof as a function of thedormer inputs.
 8. The method of claim 4, wherein the dormer inputscomprise: the dormer slope; the main roof slope; the gable truss height;and the first valley truss height.
 9. The method of claim 8, wherein theplurality of dormer inputs further comprise the gable overhang distance.10. The method of claim 8, wherein a plurality of roof sheathing rowlengths are generated using the dormer slope, the main roof slope, andthe gable truss height, the plurality of roof sheathing layoutsgenerated as a function of the roof sheathing row lengths.
 11. Themethod of claim 10, wherein each roof sheathing layout includes cutdimensions for each piece of roof sheathing, the cut dimensionsincluding a top length, a bottom length, and a side width.
 12. Themethod of claim 4, wherein the at least one roof sheathing layout isrecommended as a function of a ratio of a top length of an innermostpiece of roof sheathing to a length of an uncut piece of roof sheathing,the innermost piece of roof sheathing located in a roof sheathing rownearest to a dormer ridgeline.
 13. A method for determining locations ofdormer trusses with respect to a main roof, the dormer trussessupporting a dormer projecting outward from the main roof along a pairof valley lines originating from a dormer point, the dormer trussescomprising a gable truss and a plurality of valley trusses, the methodcomprising: receiving a plurality of dormer inputs from a user, thedormer inputs including at least one of a main roof slope, a dormerslope, a gable overhang length, a gable truss height, a valley trussheight, a wall sheathing thickness, an input representing the totalnumber of dormers to be constructed, an input representing whether arake ladder detail will be included in the dormer, an input representingthe fascia thickness, a heel height, an input representing the roofsheathing thickness of the main roof, and an input indicating whether acantilevered fascia is to be included in dormer; processing the dormerinputs to generate a gable truss spacing for spacing the gable trussfrom a first valley truss and a uniform valley truss spacing for spacingneighboring valley trusses from each other; determining the locations ofthe dormer trusses using the gable truss spacing and the uniform valleytruss spacing; and displaying the location of each dormer truss to auser.
 14. The method of claim 13, wherein the location of each dormertruss comprises a location along the pair of valley lines.
 15. Themethod of claim 13, wherein the dormer inputs comprise: the gable trussheight; the valley truss height; the main roof slope; and the dormerroof slope.
 16. The method of claim 15, wherein the gable truss spacingis the spacing between the gable truss and the first valley truss alongthe pair of valley lines and is determined as a function of the gabletruss height, the valley truss height, the main roof slope, and thedormer roof slope.
 17. The method of claim 15, wherein the uniformvalley truss spacing is determined along the pair of valley lines as afunction of the main roof slope, the dormer roof slope, and a knownuniform spacing distance for spacing neighboring valley trusses fromeach other along a ridgeline of the dormer.
 18. The method of claim 15,wherein determining the location of each dormer truss comprises:generating a gable truss location along the pair of valley linesrelative to the dormer point as a function of the dormer roof slope, themain roof slope, and the valley truss height, the gable truss locationseparated from the dormer point along the pair of valley lines by adormer point spacing; generating a first valley truss location along thepair of valley lines as a function of the gable truss spacing and thegable truss location; and generating at least one next valley trusslocation as a function of the uniform valley truss spacing and the firstvalley truss location, the next valley truss location located along thepair of valley lines closer to the dormer point relative to a precedingvalley truss location; and continuing to generate the next valley trusslocation until the next valley truss location is separated from thedormer point along the pair of valley lines by a distance equal to theuniform valley truss spacing.
 19. A premanufactured dormer kit for adormer configured to project outward from a main roof, the kitcomprising: a plurality of dormer trusses having heights that establisha ridge line of the dormer; and a dormer template specifying locationsof each of the plurality of dormer trusses, the locations and heights ofthe dormer trusses being based on a height of a roof of the dormer abovethe plane of the main roof at its heel (H_(Gi)), a slope of the mainroof (S_(MR)), and the dormer slope (S_(D)).
 20. The premanufactureddormer kit of claim 19, wherein the dormer template comprises sidepieces around a perimeter of an outline of the dormer, and cross piecesmarking the locations of each of the plurality of dormer trusses. 21.The premanufactured dormer kit of claim 19, wherein the dormer templateis formed of dimensional material that is not designed to beload-bearing.